NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURE UNDER STATIC & CYCLIC SURCHARGES

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

MIRMOHAMMAD HOSSEINI S.M.A.D.; SHARIFZADEHASLI M.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: Civil Engineering Infrastructures Journal Year:2010 | Volume:43 | Issue:1 Page(s): 135-144

Download Full-Text

Persian Verion

View:

739

Download:

Cites:

Information Journal Paper

Title

NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURE UNDER STATIC & CYCLIC SURCHARGES

Author(s)

MIRMOHAMMAD HOSSEINI S.M.A.D. | SHARIFZADEHASLI M. | Issue Writer Certificate

Keywords

PASSIVE EARTH 'PRESSUREQ3

RETAINING WALLQ3

TRANSITIONQ3

ROTATINGQ3

CYCLIC SURCHARGESQ3

NUMERICAL MODELQ3

Abstract

Learning about earth pressure is an important factor in problems concerning geotechnical engineering. Earth pressure depends on many factors such as the nature of surcharge, soil properties and soil-wall Interaction. It is also a function of amount and type of wall deformations. CYCLIC SURCHARGES such as traffic loads, explosions and the impact of passing heavy trucks and vehicles on the backfill soils will Increase the normal stresses and lead to considerable changes of earth pressures. They also cause Strains which results in instability of retaining structures. The variety of factors influencing the soil-wall interaction may cause the dynamic earth pressure to become very complicated and hence difficult to be predicted. In addition, the distribution of dynamic earth pressure and its point of application along the wall are still unclear. In order to clearly explain the earth pressure under CYCLIC SURCHARGES, both Numerical and experimental models need to be considered. Therefore, passive earth pressure under static and cyclic vertical surcharges in three different conditions of wall movement such as translation (T), rotation about the bottom (RB) and rotation Journal of Civil and Surveying Engineering, University of Tehran about the top (RT) have been studied using popular Geotechnical software 'FLAC' based on finite difference method. In order to verify and calibrate the NUMERICAL MODEL, some tests in passive case were carried out using the physical model of a RETAINING WALL developed in "soil mechanic laboratory of civil and environmental engineering faculty at Amirkabir University of Technology (Nikkhah & Mirhosseini, 2004)". Finally, parametric studies have been done to investigate the effect of soil properties, type and amount of wall movements and also the nature of surcharges on passive earth pressure.

Cites

No record.

References

No record.

Cite

APA: Copy

MIRMOHAMMAD HOSSEINI, S.M.A.D., & SHARIFZADEHASLI, M.. (2010). NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURE UNDER STATIC & CYCLIC SURCHARGES. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), 43(1), 135-144. SID. https://sid.ir/paper/166586/en

Vancouver: Copy

MIRMOHAMMAD HOSSEINI S.M.A.D., SHARIFZADEHASLI M.. NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURE UNDER STATIC & CYCLIC SURCHARGES. CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING)[Internet]. 2010;43(1):135-144. Available from: https://sid.ir/paper/166586/en

IEEE: Copy

S.M.A.D. MIRMOHAMMAD HOSSEINI, and M. SHARIFZADEHASLI, “NUMERICAL ANALYSIS OF PASSIVE EARTH PRESSURE UNDER STATIC & CYCLIC SURCHARGES,” CIVIL ENGINEERING INFRASTRUCTURES JOURNAL (CEIJ) (JOURNAL OF FACULTY OF ENGINEERING), vol. 43, no. 1, pp. 135–144, 2010, [Online]. Available: https://sid.ir/paper/166586/en

Related Journal Papers